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Dissertations / Theses on the topic 'Steel weight'

Author: Grafiati

Published: 5 June 2025

Last updated: 2 August 2025

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1

McKinstry, Ross. "Single storey steel building optimisation for steel weight and carbon incorporating asymmetric topology with photovoltaic panels." Thesis, Queen's University Belfast, 2015. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.680434.

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Photovoltaic panels (PV) are being used increasingly to reduce the carbon impact of new single-storey industrial buildings. This thesis investigates the application of PV panels in conjunction with an asymmetric building shape to optimise the design of a single-storey building for net-zero carbon. The design optimisation of both symmetrical and asymmetrical steel portal frames is considered. Three different types of portal frame were considered, those made from: rolled sections (Le. Universal Beams), fabricated sections welded from three plates, and finally, fully tapered sections. The benefit

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2

Kumirai, T., and D. C. U. Conradie. "Thermal performance of heavy-weight and light-weight steel frame construction approaches in the central Pretoria climate." Journal for New Generation Sciences, Vol 11, Issue 3: Central University of Technology, Free State, Bloemfontein, 2013. http://hdl.handle.net/11462/645.

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Published Article<br>The purpose of this paper is to analyse the thermal performance of two buildings. The one has a large thermal mass and the other a highly insulated low thermal mass. A typical 120 m2 suburban building was modelled in Ecotect. As part of the model infiltration rate, wind sensitivity and a central Pretoria weather file were used. New material composites were introduced in the materials database to represent typical building materials used in the construction of heavy and light-weight buildings in South Africa. The thermal characteristics of these new materials were then calc

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3

Linzell, Daniel Gattner. "Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight." Diss., Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/18342.

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4

Fahlström, Karl. "Laser welding of boron steels for light-weight vehicle applications." Licentiate thesis, Högskolan Väst, Forskningsmiljön produktionsteknik(PTW), 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-7263.

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Laser beam welding has gained a significant interest during the last two decades. The suitability of the process for high volume production has the possibility to give a strong advantage compared to several other welding methods. However, it is important to have the process in full control since various quality issues may otherwise occur. During laser welding of boron steels quality issues such as imperfections, changes in local and global geometry as well as strength reduction can occur. The aspects that need to be considered are strongly depending on alloy content, process parameters etc. Th

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5

Nounezi, Thomas. "Light Weight and High Strength Materials Made of Recycled Steel and Aluminum." Thèse, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/20523.

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Recycling has proven not only to address today’s economical, environmental and social issues, but also to be imperative for the sustainability of human technology. The current thesis has investigated the feasibility of a new philosophy for Recycling (Alloying-Recycling) using steel 1020 and aluminum 6061T6. The study was limited to the metallurgical aspects only and has highlighted the potential of recycled alloys made of recycled aluminum and steel to exhibit substantially increased wear resistance and strength-to-weight ratio as compared to initial primary materials. Three alloy-mixtures are

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6

Xia, Jie. "Weight-optimised steel catenary risers and their applications in harsh deepwater environment." Thesis, University of Strathclyde, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.501801.

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In recent years, offshore reservoirs have been developed in deeper and deeper water environments. Steel catenary risers (SCRs) are being considered used In conjunction with a semi-submersible in deepwater and harsh environments such as Northern North Sea, which presents significant design challenges. To increase the understanding of SCR behaviour and Improve the design of such systems in deepwater harsh environments, the design modelling framework of deepwater SCR with weight-optimised coating was developed and investigated.

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7

Williamson, Conner F. F. "SEISMIC PERFORMANCE OF SYMMETRIC STEEL MOMENT FRAMES WITH RANDOM REACTIVE WEIGHT DISTRIBUTIONS." DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/890.

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When a structure undergoes seismic excitation, the intensities and spatial distributions of the reactive weights on the structure may not be the same as those assumed in original design. Such a difference is inevitable due to many facts with the random nature (e.g., redistribution of live load), resulting in accidental eccentricity and consequently torsional response in the system. The added torsion can cause excessive deformation and premature failure of the lateral force resisting system and its detrimental effect is typically accounted for in most building design codes with an arbitrarily s

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8

Kizilkan, Melisa. "Investigating The Effect Of Column Orientations On Minimum Weight Design Of Steel Frames." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/3/12611431/index.pdf.

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Steel has become widespread and now it can be accepted as the candidate of being main material for the structural systems with its excellent properties. Its high quality, durability, stability, low maintenance costs and opportunity of fast construction are the advantages of steel. The correct use of the material is important for steel&rsquo<br>s bright prospects. The need for weight optimization becomes important at this point. Available sources are used economically through optimization. Optimization brings material savings and at last economy. Optimization can be achieved with different ways

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9

Bradley, Randall S. "The effect of molecular weight on the behavior of polystyrene coated steel disks under fretting conditions." Thesis, Virginia Tech, 1988. http://hdl.handle.net/10919/43837.

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Thin polymeric coatings have been applied to metal surfaces to prevent and/or prolong the onset of fretting corrosion, but the properties that make a polymeric coating effective and the means by which a coating fails are unknown. The purpose of this study was to determine the effect of molecular weight, casting solvent, and amplitude of motion on the life of thin (25 ~m nominal) polystyrene coatings. Narrow molecular weight distribution polystyrene coatings ranging from <Mw>=19,400 to <Mw>=1,460,000 were applied to UNS G10450 steel disks with toluene and MEK as casting solvents. The coatings w

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10

Pantoja, Ayala Hector Hugo. "Improving the thermal performance of a light-weight metal roof in hot climates cHector Hugo Pantoja Ayala." Thesis, McGill University, 1989. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=61986.

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11

Garcia, Rivera Francisco, and Rodriguez David Hoyos. "Implementation of Metallic Profiles in Social Houses." Thesis, Högskolan i Skövde, Institutionen för ingenjörsvetenskap, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-16084.

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This paper presents a metallic structural solution for communities with minor resources, which is able to adapt to the climatic conditions of La Guajira (Colombia). The mains objectives of this structure are to reach good quality and reduce execution time as well as cost. The structure was designed by using Light Weight Steel Framing method, due to its simplicity as well as its ease in the assembly due to the lack of resources in those communities. The design was calculated by using an iterative method in which a compromise solution between prices and strength was reached. This paper concludes

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Pine, T. "Weight reduction in automotive structural components : an investigation into the torsional properties of steel box sections and T-joints." Thesis, Swansea University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.638535.

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Weight reduction of the automotive structure can be enhanced by using continuous joining techniques as a means of assembly. Continuous joints increase structural rigidity and thereby overcome the loss in stiffness associated with the higher strength but thinner steels proposed for use by the automotive industry. The comparison of continuously joined structures with conventionally joined (spot welded) structures will help to determine the potential weight reduction of the automotive structure. The effects of joining technique, sheet thickness, steel strength, section area, section design and le

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13

Andersson, Ricky. "Concept study for cost and weight reduction of a barge container sized module." Thesis, KTH, Lättkonstruktioner, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-234842.

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The intention of this thesis is to develop, evaluate new concepts and look over the current design for a container sized barge module. By request of Group Ocean, a cost and weight reduction is the main improvement criteria along with keeping the strength of the module.Five concepts are developed, analyzed and discussed with the supervisor at Group Ocean, where three are decided to be presented here. The other two are left out, since they are considered way too expensive without giving a satisfying result. The three concepts that are developed throughout this thesis are; changing to high streng

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14

Darcy, Greg. "Structural behaviour of an innovative cold-formed steel building system." Thesis, Queensland University of Technology, 2005. https://eprints.qut.edu.au/16589/1/Greg_Darcy_Thesis.pdf.

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Cold-formed steel structures have been in service for many years and are used as shelters for both domestic and industrial purposes. To produce an economical product, manufacturers have typically based their designs on the simple portal frame concept. As there is almost a direct relationship between overall cost and the weight of steel in a portal frame structure, it is of great importance to provide a structure with the minimum amount of steel whilst providing structural adequacy. Portal frame sheds have been refined continuously for many years, with only minimal amounts of savings in

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Darcy, Greg. "Structural behaviour of an innovative cold-formed steel building system." Queensland University of Technology, 2005. http://eprints.qut.edu.au/16589/.

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Cold-formed steel structures have been in service for many years and are used as shelters for both domestic and industrial purposes. To produce an economical product, manufacturers have typically based their designs on the simple portal frame concept. As there is almost a direct relationship between overall cost and the weight of steel in a portal frame structure, it is of great importance to provide a structure with the minimum amount of steel whilst providing structural adequacy. Portal frame sheds have been refined continuously for many years, with only minimal amounts of savings in stee

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16

Yao, Mengji Verfasser], Dierk [Akademischer Betreuer] Raabe та Jochen M. [Akademischer Betreuer] [Schneider. "κ-carbide in a high-Mn light-weight steel : precipitation, off-stoichiometry and deformation / Mengji Yao ; Dierk Raabe, Jochen Michael Schneider". Aachen : Universitätsbibliothek der RWTH Aachen, 2017. http://d-nb.info/1162498366/34.

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Yao, Mengji [Verfasser], Dierk Akademischer Betreuer] Raabe та Jochen M. [Akademischer Betreuer] [Schneider. "κ-carbide in a high-Mn light-weight steel : precipitation, off-stoichiometry and deformation / Mengji Yao ; Dierk Raabe, Jochen Michael Schneider". Aachen : Universitätsbibliothek der RWTH Aachen, 2017. http://d-nb.info/1162498366/34.

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18

Dogan, Erkan. "Optimum Design Of Rigid And Semi-rigid Steel Sway Frames Including Soil-structure Interaction." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612281/index.pdf.

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In this study, weight optimization of two dimensional steel frames is carried out in which the flexibility of beam-to-column connections and the soil-structure interaction are considered. In the analysis and design of steel frames, beam-tocolumn connections are assumed to be either fully rigid or perfectly pinned. However, the real behavior of beam-to-column connections is actually between these extremes. Namely, even the simple connections used in practice possess some stiffness falling between these two cases mentioned above. Moreover, it is found that there exists a nonlinear relationship b

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Aydogdu, Ibrahim. "Optimum Design Of 3-d Irregular Steel Frames Using Ant Colony Optimization And Harmony Search Algorithms." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612285/index.pdf.

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Steel space frames having irregular shapes when subjected to lateral loads caused by wind or earthquakes undergo twisting as a result of their unsymmetrical topology. As a result, torsional moment comes out which is required to be resisted by the three dimensional frame system. The members of such frame are generally made out of steel I sections which are thin walled open sections. The simple beam theory is not adequate to predict behavior of such thin-walled sections under torsional moments due to the fact that the large warping deformations occur in the cross section of the member. Therefore

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20

Rocha, Antonio Carlos da. "Análise comparativa de planejamento e custo de fachadas de edifício de múltiplos pavimentos com as tecnologias tradicional e com chapas delgadas estruturadas em light steel framing." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/3/3153/tde-27092017-103852/.

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A tecnologia construtiva em chapas delgadas estruturadas em Light Steel Framing (LSF) vem sendo introduzida no mercado nacional como uma alternativa para substituir a tecnologia tradicional com vedações externas em alvenaria e revestimentos aderidos, comumente utilizada para execução de fachadas em edifícios de múltiplos pavimentos. Trata-se de uma tecnologia com montagem a seco que traz potenciais benefícios em relação ao método tradicional de produção de fachadas, notadamente em relação a: otimização da logística no canteiro de obra; simplificação dos procedimentos de acompanhamento e contro

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21

Carpenedo, Marcelo. "Utilização de aços de alta resistência e baixa liga na redução de peso de máquinas agrícolas colheitadeiras de grãos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2014. http://hdl.handle.net/10183/96478.

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O presente trabalho tem como objetivo redimensionar o conjunto soldado de uma máquina colheitadeira denominado canal embocador, buscando a redução de peso com a manutenção ou aumento da resistência aos esforços mecânicos mediante a utilização de um aço microligado de baixo carbono e média resistência mecânica. Para isso, durante a etapa de projeto, foram realizadas análises de elementos finitos como forma de otimizar a distribuição de carregamentos e matérias primas. Após a fabricação do protótipo foram feitos ensaios mecânicos para avaliar as propriedades mecânicas dos materiais e processos d

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22

Erdal, Ferhat. "Ultimate Load Capacity Of Optimally Designed Cellular Beams." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613007/index.pdf.

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Cellular beams became increasingly popular as an efficient structural form in steel construction since their introduction. Their sophisticated design and profiling process provides greater flexibility in beam proportioning for strength, depth, size and location of circular holes. The purpose of manufacturing these beams is to increase overall beam depth, the moment of inertia and section modulus, which results in greater strength and rigidity. Cellular beams are used as primary or secondary floor beams in order to achieve long spans and service integration. They are also used as roof beams bey

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23

Leachman, Lance Douglas. "Testing purebred and commercial combined selection in Angus: Tri-County Steer Carcass Futurity." Thesis, Virginia Tech, 2010. http://hdl.handle.net/10919/77007.

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The objective of this study was to characterize genetic relationships between growth and carcass traits measured in commercial feedlot and purebred cattle that would aid in determining the effectiveness of combined crossbred and purebred selection (CCPS) strategies for sire selection. Data included 2,183 steers and 418 heifers enrolled in the Tri-County Steer Carcass Futurity (TC). Feedlot traits evaluated were initial body weight at time of delivery (IBW) and final BW at time of harvest (FBW) and carcass backfat thickness at the 12th rib (CFAT), marbling score at the 12th rib (CMAR) and rib

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Guzda, Mark Richard. "Development of site-specific fatigue truck weights and truck volume." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 1.18 Mb., p, 2006. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&res_dat=xri:pqdiss&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&rft_dat=xri:pqdiss:1435844.

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Bašista, Ján. "Zastřešení objektu pro společenské účely." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226074.

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The work treats the static recalculation of an existing roof structure of a construction for social purposes and proposes two variants of the design of a new roof structure. The construction has a rectangular ground plan of 30 m x 47 m and the roof structure is placed on the load bearing circumference concrete walls. Except for the load constituted by the function of the construction and by the climatic area, an extra load of 2 tons suspended at any place of the structure is considered because of the special requirement of working and technological equipment. The variant no. 1 is designed from

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26

Borer, Erich Karl. "Externe Vorspannung." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2010. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-37816.

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Mit der vorliegenden Arbeit soll ein Beitrag geleistet werden, die lokalen Tragmechanismen eines Brückenhohlkastens im Bereich der Feldumlenkstellen (Feldlisenen) zu untersuchen und zu optimieren. Beim Entwurf einer Brücke gewinnt die Frage der Dauerhaftigkeit u.a. in Deutschland und der Schweiz eine immer zentralere und grössere Bedeutung. Dadurch können die laufenden Kosten reduziert werden, während ausserhalb dieser beiden Länder im Allgemeinen mehr Gewicht auf die rationelle Fertigung und die Kostenersparnis in der Bauphase gelegt werden. Die Dauerhaftigkeit von extern vorgespannten Brücke

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Esteves, Cristiane Linge Exposito. ""Influência da técnica de desobturação e do limite de obturação na extrusão apical"." Universidade de São Paulo, 2004. http://www.teses.usp.br/teses/disponiveis/23/23135/tde-21012005-102925/.

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O controle da extrusão apical durante a reintervenção endodôntica é essencial para o sucesso do novo tratamento. Nesse contexto, o presente estudo teve como objetivo comparar a quantidade de material sólido extruído na desobturação de canais radiculares variando-se a técnica de esvaziamento e o limite de obturação. Foram utilizados 40 incisivos inferiores previamente tratados divididos em dois grupos de acordo com o limite de obturação estabelecido. Cada grupo foi subdividido em dois subgrupos levando-se em conta a técnica de desobturação empregada; manual (subgrupos A1 e B1) e mecânico-rotató

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LI, CHO-YUAN, and 李卓遠. "Light-Weight Steel Buildings Destruction Pattern Analysis." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/gt53eg.

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碩士<br>國立高雄應用科技大學<br>土木工程與防災科技研究所<br>105<br>Light-Weight of Steel Buildings , Due to the demanding of rapid completion and using gadgets for the constructions were made to simplify and constructing on a short periods of time. The majority of the beam and column of joints structures system did not comply with the structural mechanics designing and proper constructing methods. Under the phenomenon experiences from Typhoons and Earthquakes on a several attacked, The buildings can be repeated and that can occur into the beam and column’s on joints damages, Therefore, The whole structured wi

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Hsieh, Shih-Chang, and 謝世璋. "The effects of human weight and steel weight on the whole-body vibration platform." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/27894570322588481776.

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碩士<br>國立體育大學<br>運動保健科學研究所<br>98<br>Whole-body vibration(WBV) has been frequently applied in rehabilitation, sports training, and academic researches. Also, it’s even widely used for health promotions such as beauty treatment, weight-control and physical fitness. The intensity of the whole-body vibration stimulation is determined by the vibration frequency, amplitude, duration of participation and training plan itself. However, by looking at the models in the market, the effect of whole-body vibration seems to be compromised by the different motors used and also the weight on it, which will cau

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Hsieh, Shih-Chang, and 謝世璋. "The effects of human weight and steel weight on the whole-body vibration platform." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/29954008455571879012.

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碩士<br>國立體育大學<br>運動保健科學研究所<br>98<br>Whole-body vibration(WBV) has been frequently applied in rehabilitation, sports training, and academic researches. Also, it’s even widely used for health promotions such as beauty treatment, weight-control and physical fitness. The intensity of the whole-body vibration stimulation is determined by the vibration frequency, amplitude, duration of participation and training plan itself. However, by looking at the models in the market, the effect of whole-body vibration seems to be compromised by the different motors used and also the weight on it, which will cau

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Rocha, Filipe Henriques Ferreira da. "Finite Element Analysis of Light Weight Shear Wall Steel Panels." Master's thesis, 2017. http://hdl.handle.net/10316/83215.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>Esta dissertação de mestrado centra o seu estudo na análise e optimização de painéis parede com estrutura em aço leve. Numa primeira fase, o objectivo desta tese será criar um modelo numérico pelo método dos elementos finitos em Ansys, com base em testes experimentais realizados de painéis paredes revestidas a OSB e apenas com estruturas em aço enformado a fio, de forma a calibrar o modelo. Neste ensaio experimental o painel parede será sujeito a uma carga horizontal, em que se pretende av

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Liao, Kun-Hua, and 廖坤華. "The Study of Calculation Method of Steel Bridge Manufacturing Weight." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/66959982792204534071.

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碩士<br>逢甲大學<br>土木工程所<br>99<br>In recent years the transportation construction has increasingly developed in Taiwan. Being a small island country, which is highly populated and scarce in its land resource available, the bridge structures have continued to increase in proportion in road constructions. Furthermore, because the environmental protection consciousness gains ground and the use of green building materials is strongly advocated internationally, more and more bridges are constructed by steel materials. In view of the fact that the cost of steel bridge constructions is higher than convent

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Ta, Hsieh Chang, and 謝昌達. "Studies of Wastewater Treatment and Sludge Weight Reduction for Steel Plant." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/29099045075957483875.

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碩士<br>東海大學<br>化學工程與材料工程學系<br>102<br>The study includes two parts. The first part regards dealing with the original wastewater. Adding NaOH adjusts pH to study the sedimentation amounts of Fe(OH)2 and Fe(OH)3 in wastewater of steel plant. Situation of sedimentation and water content of sludge were measured by adding various types and amounts of polymer flocculants. The relationships among optimized parameters, water contents of sludge, and sedimentation amounts of Fe(OH)2 and Fe(OH)3 were found. The second part regards dealing with sludge of steel plant. NaOH was added to react with FeCl2 and F

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Chen, Tsung-Yu, and 陳宗佑. "The development of the light weight steel-frame system house －for Matsu Residential." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/28582119403284476860.

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碩士<br>國立臺灣科技大學<br>建築系<br>97<br>Due to the special local human customs and culture, geographical environment, climatic conditions and other factors in Matsu, the space structures and the building design types between the urban and rural village are different from the common Min Nan traditional buildings in the southern part of Fukien Province in Mainland China. In recent years, the residents in Matsu are affected by the impact of modern lifestyle, the requirement of space using is different from the past. However, many building cases are quickly applied for satisfying the users’ requirements, b

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Huang, Yu-Ren, and 黃郁仁. "Dynamic Behavior of Cold-Formed Steel Strut Shear Wall with Light Weight Concrete." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/52985457745808867707.

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碩士<br>萬能科技大學<br>工程科技研究所<br>95<br>The earthquake hazard to buildings is an important problem to engineers. In many studies conclusion, shear wall method is an excellent mechanism to defense horizontal force. For classical wall, RC or steel is common used material. But it still has heavy self weight or temperature sensitive problem. How to increase the ductility and decrease the wall self weight is the best policy to shear wall design. Cold-formed steel with cover plate is common used in model building decorate wall to decrease the building self weight. If the light weight wall can take part

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Yi-ChingLee and 李怡靜. "Full-scale fire experiments on light-weight steel walls lined with different panels." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/xg8rd5.

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碩士<br>國立成功大學<br>建築學系<br>106<br>The purpose of this study was to investigate on the full scale fire tests of light-weight steel wall lined with one layer of four different fire-resistant panels on both sides, including calcium silicate board (CSB), gypsum board-regular type(GB-R), fire-resistant gypsum board(GB-F) and Type X gypsum board(GB-F-UL). Four different panels were also tested by the cone calorimeter method. Based on the results above, it is between the total heat released during the growth and the fire-resistance time during the fully developed stages of fire are highly related. It p

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Wilkerson, Steven M. "An optimization algorithm for minimum weight design of steel frames with nonsmooth stress constraints." Thesis, 2005. http://hdl.handle.net/1911/18838.

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A new algorithm is presented for the solution of structural optimization problems in which the stress constraints are nonsmooth. The allowable stresses of structural members may be governed by one of three types of behavior: yielding, inelastic buckling, or elastic buckling. Consequently, the strength of members is defined by a piecewise function that depends on the cross-section and other design parameters. Some of these allowable stress functions are discontinuous, while some are continuous but nonsmooth. The allowable stress functions are sometimes defined by nonsmooth envelope functions, w

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Liu, Yu-Chieh, and 劉宇傑. "Preliminary Study on Building Systems and Construction Methods ofLight Weight Steel Houses: Production Perspectives." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/ugxx6j.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>90<br>Steel houses attracted great attention these years due to earthquake and environment protection issues. Moreover, lighter materials are preferred. Thus the administration and many companies are advocating building low-rise houses with light weight steel. Presently, some house companies introduced new building systems from foreign countries, some designers just reduced the members’ sectional size from a normal heavy steel building system, and some companies transformed formerly temporary sheds into better looking types. But most of them revealed inadequate know

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Su, Chieh-Ming, and 蘇杰鳴. "A Research on the Slab Construction of Light Weight Steel Residential Building in Taiwan." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/523qv9.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>90<br>As the rising conscious of sustainable building and the reconstruction of the September 21 Earthquake in Taiwan, the application of lightweight steel in the main structure framing has been formed gradually. As for the beginning of the application of lightweight steel building, on which the emphasis is how to produce it with rationalization、industrialization, and certainly realize the details of the entire building element; in order not to cause the faults in its performance and dissatisfy the occupancy. Floor is the most useful part which people contact the mo

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Chao-LungLiu and 劉肇隆. "The Research on Combination Types of Construction and Envelope for Light-Weight Steel Buildings." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/19748407341961466262.

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碩士<br>國立成功大學<br>建築學系專班<br>101<br>Light-weight steel buildings caused the construction industry attention is due to low material costs and rapid construction. After typhoon Morakot, 2009, the first extensive use light-weight steel construction for residential projects in Taiwan. Because of the advantages of light-weight steel construction have been used in reconstruction works, can face difficult conditions such as limited budget, duration of compression and a large number of construction. Since 1999, Taiwanese architect, Hsieh Ying-Chun and his team have designed light-weight steel buildings

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Ping-HsuanLu and 呂秉軒. "Applying Feature-based Segment Method to Estimate Steel Weight of Ships with the Hull Form Features." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/98244296641249699679.

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碩士<br>國立成功大學<br>系統及船舶機電工程學系<br>104<br>Accurate estimation of the weight of a ship’s steel material at the initial design stage can enable the shipyard to approximate the ship’s construction cost, thereby improving its likelihood of signing a contract with the ship owner. The feature-based segment estimation (FSE) method, which is a method of estimating steel weight, can accurately estimate a ship’s weight by dividing it into various segments. However, the FSE method yields relatively large errors when used to estimate the weight of a ship with a forepeak, an aft peak and a deckhouse that vary

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Hung, Liang-Chen, and 洪亮辰. "The Research on Construction Integration of External Walls for Light-Weight Steel Structure in Low-Rise Residential Buildings in Taiwan." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/f9v6w7.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>90<br>ABSTRACT 　　In the 921 earthquake, there were many buildings damaged which were residential and commercial house and almost made by reinforced concrete and reinforced brick construction. Further, concrete causes damage to earth environment and sustainable resource. We must take account of future buildings in Taiwan to face green building, and to achieve energy saving, laborsaving, lightweight and recyclable lightweight construction. 　　On construction interface, the relation of interface between external walls and building elements was closed together. As the in

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BOON, SIDDHARTH. "CRANKSHAFT ANALYSIS AND MODELING USING ANSYS SOFTWARE." Thesis, 2020. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18306.

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The reliability of any system, during which the linear displacement of a piston is regenerate into the rotation of a power transmission shaft, strongly depends on the reliability of the crankshaft. The crankshaft is that the vital element and any damage occurring to the crankshaft might put the system out of order. Crankshaft is massive volume production component with a complex geometry within the ICE. This converts the reciprocating displacement of the piston into a rotation of the crank. The crank shaft takes the power from piston that is generated because of combustion method within

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Silveira, Matheus Bez da. "New developments on the bending resistance in composite slabs with steel deck under fire." Master's thesis, 2022. http://hdl.handle.net/10198/25251.

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Mestrado de dupla diplomação com a UTFPR - Universidade Tecnológica Federal do Paraná<br>Composite steel/concrete slabs can be considered a union of a reinforced concrete layer located above a profiled steel sheet which may or may not be reinforced by steel bars. This configuration allows lightness in the structure, whereas the negative mesh located on the top side of the slab needs to resist only against the concrete shrinkage; the profiled steel deck with the reinforcement bars is responsible for resisting the sagging moments. The main objective of this work is to investigate the fire effe

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Wang, Ta-Wei, and 王大衛. "Application of indoor roof lighting system which applyed photocatalyst and silver ion - With an example of T8 light-weight steel frame lighting system." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/kw5k42.

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碩士<br>健行科技大學<br>工業管理系碩士班<br>105<br>Since EU banned the use of incandescent lamp at 2010, the LED（light emitting diode）light plays an important role of lighting system in back light, street light, decoration light, portable light, vehicle light, customize light, and household light, with its superiorities of energy saving, non-toxic, high efficiency and skillful technique. However, the LED light seems unable to replace the traditional incandescent lamp of indoor lighting system mainly due to its expensive cost. This research is focused on a 2ft-by-2ft T8 light-weight steel frame lighting system

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Ogazi, Anthony Chikere. "Comparative studies of electrochemical corrosion behaviour of mild steel in some agro-fluids." Diss., 2015. http://hdl.handle.net/10500/19735.

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Lee, Tse-Der, and 李則德. "The Research on Evaluation Model of Construction Performance for Light-Weight Steel Structures in Low-Rise Residential Buildings in Taiwan －By Taking Production and Economy as Case Studies." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/f8u4zd.

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碩士<br>國立成功大學<br>建築學系碩博士班<br>90<br>Base on the consideration about sustainable development of the earth’s environment, reduction in resource use and ecological loadings by the building industry has become a vital issue for the continued survival and evolution of mankind. Green building is one of the most efficacious means to attain sustainable development and to enhance the quality of living environment. But the information about light-weight steel structures in low-rise residential buildings is not complete. Therefore, the research motivation is generated to integrate the experts’ cognition. U

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Pelton, Lorna Sutor. "Effects of Zeranol implants on weight gain in large and small frame preweaning steer calves." 1986. http://hdl.handle.net/2097/22132.

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Lill, Kirsten Agnes [Verfasser]. "Electrochemical investigations on the corrosion properties of new classes of light weight steels / von Kirsten Agnes Lill." 2008. http://d-nb.info/990802876/34.

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Borer, Erich Karl. "Externe Vorspannung: Theoretische und experimentelle Untersuchung von Feldumlenkstellen (Feldlisenen) bei externer Vorspannung in Hohlkastenbrücken." Doctoral thesis, 2008. https://tud.qucosa.de/id/qucosa%3A25303.

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Mit der vorliegenden Arbeit soll ein Beitrag geleistet werden, die lokalen Tragmechanismen eines Brückenhohlkastens im Bereich der Feldumlenkstellen (Feldlisenen) zu untersuchen und zu optimieren. Beim Entwurf einer Brücke gewinnt die Frage der Dauerhaftigkeit u.a. in Deutschland und der Schweiz eine immer zentralere und grössere Bedeutung. Dadurch können die laufenden Kosten reduziert werden, während ausserhalb dieser beiden Länder im Allgemeinen mehr Gewicht auf die rationelle Fertigung und die Kostenersparnis in der Bauphase gelegt werden. Die Dauerhaftigkeit von extern vorgespannten Brück

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